Draft:Interstory drift

Structural engineering, lateral load, earthquake engineering From Wikipedia, the free encyclopedia

Interstory drift (or simply story drift) is the difference in lateral deflection between two adjacent floors or stories of a building.[1] In structural engineering, lateral deflection is the absolute predicted movement of a structure under lateral loads, such as those generated by seismic activity or wind.

  • Comment: AI can't be used on Wikipedia, with 2 narrow exceptions. See WP:NEWLLM. Also the sources here don't directly support the text as written. ChrysGalley (talk) 12:06, 29 March 2026 (UTC)

To evaluate structural performance and damage potential, engineers commonly use the interstory drift ratio (). This dimensionless parameter is the interstory drift normalized by the height of the story.[2] It is mathematically expressed as:

where:

  • is the lateral displacement at floor level
  • is the lateral displacement at the floor level immediately below ()
  • is the height of story

Significance in seismic design

Interstory drift is a primary engineering demand parameter used to assess structural damage and performance levels during an earthquake.[3] Excessive drift can lead to secondary P-Δ (P-Delta) effects, which increase overturning moments and can compromise the global stability of the lateral force-resisting system. Furthermore, controlling interstory drift is critical for preventing severe damage to non-structural components, such as cladding, interior partitions, and glazing, which are forced to accommodate the relative movement of the structural frame.

Building code limitations

Modern seismic design codes impose strict limitations on allowable interstory drift to ensure life safety and limit economic losses. For example, the American Society of Civil Engineers standard (ASCE 7) typically restricts the maximum design story drift to values ranging from 1.0% to 2.5% of the story height, depending on the building's risk category and the type of lateral force-resisting system. Similarly, the European standard (Eurocode 8) enforces a damage limitation requirement under frequent seismic events, establishing drift limits based on the deformation capacity—whether brittle or ductile—of the attached non-structural elements.[4]

References

References

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